2023
DOI: 10.5194/hess-2022-409
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A Study on the Fully Coupled Atmosphere-Land-Hydrology Process and Streamflow Simulations over the Source Region of the Yellow River

Abstract: Abstract. The Source Region of the Yellow River (SRYR) is known as the "Water Tower of the Yellow River", which is the most important water conservation area in the upper reaches of the Yellow River. The streamflow of the SRYR makes an important contribution to the water resources in the Yellow River basin. Based on the Weather Research and Forecasting Model Hydrological modeling system (WRF-Hydro) model, by using meteorological, hydrological observations and reanalysis data, the key variables of the coupled a… Show more

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“…To examine the change in the infiltration hydraulic gradient of the river embankment under various overburden thickness excavation in the underwater shield tunnel at the design flood level condition (100-year event), simulation results from the numerical calculation model of steady seepage are utilized (Figure 5). The top of the river embankment, there remaining violent water flow, is that the infiltration damage occurs at a high level of the water, according to calculation findings, and it is safer to regulate the infiltration hydraulic gradient within 0.30 in accordance with the relevant specification [45]. The findings indicate that when excavating at 3.76 m, the maximum hydraulic gradient reaches 0.30 and there is a likelihood of infiltration damage.…”
Section: The Results Of Seepage Hydraulic Gradient Under Design Flood...mentioning
confidence: 92%
“…To examine the change in the infiltration hydraulic gradient of the river embankment under various overburden thickness excavation in the underwater shield tunnel at the design flood level condition (100-year event), simulation results from the numerical calculation model of steady seepage are utilized (Figure 5). The top of the river embankment, there remaining violent water flow, is that the infiltration damage occurs at a high level of the water, according to calculation findings, and it is safer to regulate the infiltration hydraulic gradient within 0.30 in accordance with the relevant specification [45]. The findings indicate that when excavating at 3.76 m, the maximum hydraulic gradient reaches 0.30 and there is a likelihood of infiltration damage.…”
Section: The Results Of Seepage Hydraulic Gradient Under Design Flood...mentioning
confidence: 92%